CN206667458U - The constructing device of vestibule system steel structure girder - Google Patents
The constructing device of vestibule system steel structure girder Download PDFInfo
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- CN206667458U CN206667458U CN201621466381.3U CN201621466381U CN206667458U CN 206667458 U CN206667458 U CN 206667458U CN 201621466381 U CN201621466381 U CN 201621466381U CN 206667458 U CN206667458 U CN 206667458U
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Abstract
The utility model provides a kind of constructing device of vestibule system steel structure girder, constructing device includes traction translation system and lifting system, traction translation system includes moulding bed module, translate supporting module, translating carriage module and traction module, translation supporting module includes translation track, translating carriage module is slidably connected with translation track, translating carriage module for positioning steel structure girder is consistent with the moulding bed module absolute altitude for support steel structure beam, traction module is connected with translating carriage module, for steel structure girder to be drawn to the underface of installation site along translation track, lifting system is separately positioned on the girder of the gallery structure of two buildings of vestibule to be built, the installation site of gallery structure is risen to for steel structure girder to be hung.The utility model realizes on-site consolidation, translation and the erection ＆ lift of steel structure girder, reduces the influence for surrounding structure, it is ensured that construction safety is controllable, and construction quality, spring quantum and installation accuracy can reach design requirement.
Description
Technical field
The realm of building construction is the utility model is related to, especially a kind of constructing device of vestibule system steel structure girder.
Background technology
The long-span steel structure corridor construction technical field between groups of building at present, in particular for high-rise building, group applies
Work, the installation of span centre large-span steel girder always belong to great construction difficult problem.For example, the Steel corridor system is in
" T " font, three building Super High high buildings are connected respectively；Vestibule carrys out support steel structure vestibule body by two vertical stiffness tube structures
System, for wherein vestibule large-span girder between two stiffness tube structures, its underface is the underground that can not arrange construction machinery
Concrete structure, therefore the structural system has that structure is high, span is big, lifting distance is remote, installation accuracy and deformation requirements standard
High, the features such as construction risk is big, and do not possess the condition of closely erection crane tool.
During engineering construction, conventional hanging method has certain limitation, it is difficult to meets construction requirement；Even if or choosing
With the hoisting machinery of ultra-large type, not only dangerous larger, construction quality is also difficult to ensure that, and earth construction will also be caused very big
Influence.Therefore, it is necessary to provide a kind of new constructing device and construction method.
Utility model content
The purpose of this utility model is to provide a kind of constructing device and construction method of vestibule system steel structure girder, realized
On-site consolidation, translation and the erection ＆ lift of steel structure girder, to ensure that construction safety is controllable, quality and precision reach design requirement.
In order to achieve the above object, the utility model provides a kind of constructing device of vestibule system steel structure girder, including
Translation system and lifting system are drawn, the traction translation system includes moulding bed module, translation supporting module, translating carriage module
And traction module, the translation supporting module include translation track, the translating carriage module is slided with the translation track to be connected
Connect, the translating carriage module for positioning the steel structure girder is consistent with the moulding bed module absolute altitude for support steel structure beam, institute
State traction module to be connected with the translating carriage module, for the steel structure girder to be drawn to installation along the translation track
The underface of position, the lifting system are separately positioned on the girder of the gallery structure of two buildings of vestibule to be built, used
In the steel structure girder to be hung to the installation site that rises to gallery structure.
Further, the translation supporting module is built on concrete structure.
Further, the translation supporting module also includes support column and translation beam, and the support column lower end is fixed on institute
State on concrete structure bottom plate and pass through the concrete structure, the translation beam is fixed on the support column, and is higher than institute
Concrete structure is stated, the translation track is fixed on the translation beam.
Further, the translating carriage module includes piston shoes, joist and limiting bracket, and the piston shoes are slided with translation track
Dynamic connection, the joist are arranged on the piston shoes, and the limiting bracket is arranged on the joist, and is formed and be used for joist
Position the groove of the steel structure girder.
Further, the traction module includes dynamical system, haulage cable, leading block, fixed pulley and movable pulley,
The leading block and fixed pulley are installed in the translation supporting module, and the movable pulley is arranged on the translating carriage mould
On block, the dynamical system is connected with the leading block, fixed pulley and movable pulley respectively by haulage cable, for drawing
The translating carriage module.
Further, the lifting system is hydraulic lifting system, and is twisted including rack module, hydraulic lifting device and steel
Line, the rack module are separately positioned on the girder of two respective gallery structures of building of vestibule to be built, the hydraulic pressure
Lifting means is arranged on the rack module, and the hydraulic lifting device is connected on steel structure girder by the steel strand wires,
The installation site of gallery structure is risen to for the steel structure girder to be hung.
Further, the rack module includes support, supported rod erecting and brace, the supported rod erecting and brace point
It is not arranged on the girder of the gallery structure, the support is arranged on the supported rod erecting and brace.
Further, identical quantity is set respectively on the girder of two respective gallery structures of building of vestibule to be built
Lifting system, hung by corresponding a pair lifting systems and rise the steel structure girder.
Further, the constructing device is used to lift large-span corridor system steel construction girder.
The utility model additionally provides a kind of construction method of vestibule system steel structure girder, including：
The translation supporting module with multiple translation tracks is built, is set respectively on each translation track flat with this
Move the translating carriage module that track is slidably connected；
The moulding bed module consistent with translating carriage module absolute altitude is set, point of steel structure girder is completed in the moulding bed module
Section splicing so that the steel structure girder for splicing completion is positioned in multiple translating carriage modules；
The translating carriage module is drawn by traction module, and the steel structure girder is drawn along the translation track
To the underface of installation site；
Lifting system is set respectively on the girder of two respective gallery structures of building of vestibule to be built, by described
Lifting system hangs the steel structure girder installation site for rising to gallery structure, and installs the steel structure girder, by the translation
Carrier module is reset to for the assembled position assembled to steel structure girder；
The assembly of the steel structure girder is repeated, draws and hangs a liter process, and the steel structure girder is successively installed from top to bottom.
Further, the translation supporting module with multiple translation tracks is built on concrete structure.
Further, in construction on concrete structure there is the step of translation supporting module of multiple translation tracks specifically to wrap
Include：
Support column is installed in concrete structure；
Translation beam is installed on the support column；
The translation track is installed on the translation beam.
Further, the translating carriage mould being slidably connected with the translation track is set respectively on each translation track
The step of block, specifically includes：
The joist on the piston shoes being slidably connected with the translation track；
Limiting bracket is installed on the joist, and the limiting bracket and joist are formed for positioning the steel knot
The groove of structure beam；
After the completion of the translating carriage module overall processing, it is arranged on the translation track.
Further, the step of drawing the translating carriage module by traction module specifically includes：
Dynamical system is set, leading block and fixed pulley are installed in the translation supporting module, in the translating carriage
Movable pulley is installed in module；
The dynamical system is connected into the leading block, fixed pulley and movable pulley by haulage cable；
The translating carriage module is drawn by the dynamical system.
Further, lifting system is set respectively on the girder of two respective gallery structures of building of vestibule to be built
The step of uniting, the steel structure girder is hung into the installation site for rising to gallery structure by the lifting system specifically includes：
Rack module is set respectively on the girder of two respective gallery structures of building of vestibule to be built, in the branch
Hydraulic lifting device is set on frame module；
The hydraulic lifting device is connected on the steel structure girder by lifting steel strand wires, and by the steel structure girder
Hang the installation site for rising to gallery structure.
Further, support mould is set respectively on the girder of two respective gallery structures of building of vestibule to be built
Block, specifically included in the step of setting hydraulic lifting device on the rack module：
Supported rod erecting is set respectively on the girder of two respective gallery structures of building of vestibule to be built；
Support is set on the supported rod erecting；
Brace is set on the bracket, and the brace is connected with the girder of the gallery structure.
Further, identical quantity is set respectively on the girder of two respective gallery structures of building of vestibule to be built
Lifting system, hung by corresponding a pair lifting systems and rise the steel structure girder.
Further, large-span corridor system steel construction girder is lifted by the construction method.
The utility model provides a kind of constructing device and construction method of vestibule system steel structure girder, realizes steel structure girder
On-site consolidation, translation and erection ＆ lift, closely installed by the method successively constructed from top to bottom not possessing
Steel structure girder can be lifted under the operating mode of hoisting machinery, is especially adapted for use in the lifting of large-span corridor system steel structure girder；Simultaneously
Reduce the influence for surrounding structure, it is ensured that construction safety is controllable, and construction quality, spring quantum and installation accuracy can reach
To design requirement.
Brief description of the drawings
Fig. 1 is the vertical view of constructing device in assembled steel structure girder in moulding bed module that the utility model embodiment provides
Figure；
Fig. 2 is constructing device when steel structure girder to be moved to installation site underface that the utility model embodiment provides
Top view；
Fig. 3 is the front view of constructing device when not hanging liter steel structure girder that the utility model embodiment provides；
Fig. 4 is the front view of constructing device when hanging liter steel structure girder that the utility model embodiment provides；
Fig. 5 is the main view of constructing device when successively installing steel structure girder from top to bottom that the utility model embodiment provides
Figure；
Fig. 6 is the side view of the translation supporting module that the utility model embodiment provides and traction module；
Fig. 7 is the side view for the translating carriage module that the utility model embodiment provides；
Fig. 8 is the side view of lifting system when hanging liter steel structure girder that the utility model embodiment provides；
Fig. 9 is the front view for the lifting system that the utility model embodiment provides；
Figure 10 is the front view for the translating carriage module that the utility model embodiment provides.
In figure, 1：Moulding bed module, 2：Translation supporting module, 3：Translating carriage module, 4：Traction module, 5：Lifting system,
6：Steel structure girder, 7：The girder of gallery structure, 8：Translation beam, 9：Support column, 10：Translation track, 11：Dynamical system, 12：Traction
Steel wire rope, 13：Leading block, 14:Fixed pulley, 15：Movable pulley, 16：Support, 17：Hydraulic lifting device, 18：Steel strand wires, 19：
Steel strand wires leading truck, 20：Supported rod erecting, 21：Brace, 22：Hanger, 23：Lateral support bar, 24：Joist, 25：Limiting bracket,
26：Piston shoes.
Embodiment
Specific embodiment of the present utility model is described in more detail below in conjunction with schematic diagram.Retouched according to following
State and claims, advantages and features of the present utility model will become apparent from.It should be noted that accompanying drawing uses what is simplified very much
Form and non-accurately ratio is used, only to purpose that is convenient, lucidly aiding in illustrating the utility model embodiment.
As shown in Fig. 1~10, the utility model provides a kind of constructing device of vestibule system steel structure girder, including traction
Translation system and lifting system 5, the traction translation system include moulding bed module 1, translation supporting module 2, translating carriage module 3
With traction module 4, the translation supporting module 2 includes translation track 10, the translating carriage module 3 and the translation track 10
It is slidably connected, the translating carriage module 3 for positioning the steel structure girder 6 is marked with the moulding bed module 1 for support steel structure beam 6
High consistent, the traction module 4 is connected with the translating carriage module 3, for by the steel structure girder 6 along the translation rail
Road 10 is drawn to the underface of installation site, and the lifting system 5 is separately positioned on the vestibule of two buildings of vestibule to be built
On the girder 7 of structure, the installation site of gallery structure is risen to for the steel structure girder 6 to be hung.
Preferably, the translation supporting module is built on concrete structure.In the present embodiment, as shown in figure 1, it is built
Make on underground concrete structure, but not limited to this.
Further, Fig. 6 is refer to, the translation supporting module 2 also includes support column 9 and translation beam 8, the support column
9 lower ends are fixed on the concrete structure bottom plate and pass through the concrete structure, and the translation beam 8 is fixed on the support
On post 9, and it is higher than the concrete structure, the translation track 10 is fixed on the translation beam 8.
In the present embodiment, the quantity for translating supporting module 2, translating carriage module 3 and traction module 4 is two, moulding bed
Module 1 is arranged among two translation beam 8 and both sides, but is not limited to this.
In the present embodiment, the translation supporting module 2 also includes lateral support bar 23, the support column 9 and concrete knot
Structure is connected by the lateral support bar 23.
In the present embodiment, it refer to Fig. 7 and Figure 10, the translating carriage module 3 includes piston shoes 26, joist 24 and spacing
Support 25, the piston shoes 26 are slidably connected with translation track 10, and the joist 24 is arranged on the piston shoes 26, the spacing branch
Frame 25 is arranged on the joist 24, and forms the groove for positioning the steel structure girder 6 with joist 24.
In the present embodiment, Fig. 6 is refer to, the traction module 4 includes dynamical system 11, haulage cable 12, is oriented to
Pulley 13, fixed pulley 14 and movable pulley 15, the leading block 13 and fixed pulley 14 are installed in the translation supporting module 2
On, the movable pulley 15 be arranged on the translating carriage module 3 on, the dynamical system 11 by haulage cable 12 respectively with
The leading block 13, fixed pulley 14 and movable pulley 15 connect, for drawing the translating carriage module 3.Wherein, traction steel wire
The multiple between movable pulley 15 and fixed pulley 14 of rope 12 is worn away, forms traction power.
In the present embodiment, Fig. 8 and Fig. 9 is refer to, the lifting system 5 is hydraulic lifting system, and including support mould
Block, hydraulic lifting device 17 and steel strand wires 18, two buildings that the rack module is separately positioned on vestibule to be built are respective
On the girder 7 of gallery structure, the hydraulic lifting device 17 is arranged on the rack module, and the hydraulic lifting device 17 is logical
Cross the steel strand wires 18 to be connected on steel structure girder 6, the installation site of gallery structure is risen to for the steel structure girder 6 to be hung.
In the present embodiment, the constructing device also includes hanger 22, and the hydraulic lifting device 17 in lifting system 5 passes through
Steel strand wires 18 and hanger 22 connect steel structure girder 6.
Further, the rack module includes support 16, supported rod erecting 20 and brace 21, the He of supported rod erecting 20
Brace 21 is separately positioned on the girder 7 of the gallery structure, and the support 16 is arranged on the supported rod erecting 20 and oblique pull
On bar 21.Wherein, the support 16 can be connected with the supported rod erecting 20 and the bearing pin of brace 21 respectively, but not limited to this.
Specifically, Fig. 8 is refer to, girder 7 of the support 16 along gallery structure, which stretches out, encorbelments, and is encorbelmented end two in support 16
Side sets hydraulic lifting device 17, it is, for a certain steel structure girder 6, two are provided with the either end of steel structure girder 6
Individual tie point, two tie point supports 16, which are encorbelmented, holds both sides to set hydraulic lifting device 17 to correspond to respectively, to single steel structure girder 6
Form the structure of 4 Synchronous liftings in both ends；Preferably, the master of gallery structure is located in the plane of bracket hydraulic lifting means 17
The both sides of beam 7, refer to Fig. 8, and two sets of lifting systems are able to lift a steel structure girder 6, while in the case of operating, can be with
Improve efficiency of construction；Steel strand wires 18 are drawn downwards from hydraulic lifting device 17, hang down to raised position；Steel strand wires leading truck 19
In the rear of support 16, along the arranged for interval of girder 7 of gallery structure.
Further, identical quantity is set respectively on the girder of two respective gallery structures of building of vestibule to be built
Lifting system 5, hung by corresponding a pair lifting systems 5 and rise the steel structure girder 6.
Further, the constructing device is used to lift large-span corridor system steel construction girder.
The utility model additionally provides a kind of construction method of vestibule system steel structure girder, including：
The translation supporting module 2 with multiple translation tracks 10 is built, is set respectively on each translation track 10
The translating carriage module 3 being slidably connected with the translation track 10；
The moulding bed module 1 consistent with 3 pieces of absolute altitudes of translating carriage mould is set, steel structure girder 6 is completed in the moulding bed module 1
Sectionally smooth join so that the steel structure girder 6 for splicing completion is positioned in multiple translating carriage modules 3；
The translating carriage module 3 is drawn by traction module 4, and by the steel structure girder 6 along the translation track
10 draw to the underface of installation site；
Lifting system 5 is set respectively on the girder 7 of two respective gallery structures of building of vestibule to be built, passes through institute
State lifting system 5 and the steel structure girder 6 is hung to the installation site for rising to gallery structure, and the steel structure girder 6 is installed, by described in
Translating carriage module 3 is reset to for the assembled position assembled to steel structure girder 6；
The assembly of the steel structure girder 6 is repeated, draws and hangs a liter process, and the steel structure girder is successively installed from top to bottom
6。
In the present embodiment, the translation supporting module 2 with multiple translation tracks 10 is built on concrete structure, and should
Step specifically includes：
Support column 9 is installed in concrete structure；
Translation beam 8 is installed on the support column 9；
The translation track 10 is installed on the translation beam 8.
Further, the support column 9 and concrete structure are also connected by lateral support bar 23.
In the present embodiment, set on each translation track 10 and put down with what the translation track 10 was slidably connected respectively
The step of shift bracket module 2, specifically includes：
The joist 24 on the piston shoes 26 being slidably connected with the translation track 10；
Limiting bracket 25 is installed on the joist 24, and the limiting bracket 25 and joist 24 are formed for positioning
The groove of the steel structure girder 6；
After the completion of the translating carriage module overall processing, it is arranged on the translation track.
In the present embodiment, the step of drawing translating carriage module 3 by traction module 4 specifically includes：
Dynamical system 11 is set, leading block 13 and fixed pulley 14 are installed in the translation supporting module 2, described flat
Movable pulley 15 is installed in shift bracket module 3；
The dynamical system 11 is connected into the leading block 13, fixed pulley 14 and movable pulley by haulage cable 12
15；
The translating carriage module 3 is drawn by the dynamical system 11.
Further, lifting system is set respectively on the girder 7 of two respective gallery structures of building of vestibule to be built
System 5, the step of steel structure girder 6 is hung into the installation site for rising to gallery structure by the lifting system 5, specifically include：
Rack module is set respectively on the girder 7 of two respective gallery structures of building of vestibule to be built, described
Hydraulic lifting device 17 is set on rack module；
The hydraulic lifting device 17 is connected on the steel structure girder 6 by lifting steel strand wires 18, and by the steel
Structural beams 6 hang the installation site for rising to gallery structure.
In the present embodiment, the hydraulic lifting device 17 in lifting system 5 connects steel knot by steel strand wires 18 and hanger 22
Structure beam 6.
Further, support mould is set respectively on the girder 7 of two respective gallery structures of building of vestibule to be built
Block, specifically included in the step of setting hydraulic lifting device 17 on the rack module：
Supported rod erecting 20 is set respectively on the girder 7 of two respective gallery structures of building of vestibule to be built；
Support 16 is set on the supported rod erecting 20；
Brace is set on the bracket, and the brace is connected with the girder of the gallery structure.
Further, identical number is set respectively on the girder 7 of two respective gallery structures of building of vestibule to be built
The lifting system 5 of amount, hung by corresponding a pair lifting systems 5 and rise the steel structure girder 6.
Further, large-span corridor system steel construction girder is lifted by the construction method.
The utility model provides a kind of constructing device and construction method of vestibule system steel structure girder, realizes steel structure girder
On-site consolidation, translation and erection ＆ lift, closely installed by the method successively constructed from top to bottom not possessing
Steel structure girder can be lifted under the operating mode of hoisting machinery, is especially adapted for use in the lifting of large-span corridor system steel structure girder；Simultaneously
Reduce the influence for surrounding structure, it is ensured that construction safety is controllable, and construction quality, spring quantum and installation accuracy can reach
To design requirement.
Preferred embodiment of the present utility model is above are only, any restrictions effect is not played to the utility model.
Any person of ordinary skill in the field, in the range of the technical solution of the utility model is not departed from, to the utility model
The technical scheme and technology contents of exposure make the variation such as any type of equivalent substitution or modification, belong to without departing from the utility model
Technical scheme content, still fall within the scope of protection of the utility model.
Claims (8)
1. a kind of constructing device of vestibule system steel structure girder, it is characterised in that including traction translation system and lifting system, institute
Stating traction translation system includes moulding bed module, translation supporting module, translating carriage module and traction module, the translation branch hold mode
Block includes translation track, and the translating carriage module is slidably connected with the translation track, for positioning the steel structure girder
Translating carriage module is consistent with the moulding bed module absolute altitude for support steel structure beam, the traction module and the translating carriage mould
Block connects, for the steel structure girder to be drawn to the underface of installation site, the lifting system along the translation track
It is separately positioned on the girder of the gallery structure of two buildings of vestibule to be built, vestibule is risen to for the steel structure girder to be hung
The installation site of structure.
2. the constructing device of vestibule system steel structure girder as claimed in claim 1, it is characterised in that the translation supporting module
It is built on concrete structure.
3. the constructing device of vestibule system steel structure girder as claimed in claim 2, it is characterised in that the translation supporting module
Also include support column and translation beam, the support column lower end is fixed on the concrete structure bottom plate and passes through the concrete
Structure, the translation beam are fixed on the support column, and are higher than the concrete structure, and the translation track is fixed on described
On translation beam.
4. the constructing device of vestibule system steel structure girder as claimed in claim 1, it is characterised in that the translating carriage module
Including piston shoes, joist and limiting bracket, the piston shoes are slidably connected with translation track, and the joist is arranged on the piston shoes,
The limiting bracket is arranged on the joist, and forms the groove for positioning the steel structure girder with joist.
5. the constructing device of vestibule system steel structure girder as claimed in claim 1, it is characterised in that the traction module includes
Dynamical system, haulage cable, leading block, fixed pulley and movable pulley, the leading block and fixed pulley are installed in described
Translate in supporting module, the movable pulley is arranged in the translating carriage module, and the dynamical system passes through haulage cable
It is connected respectively with the leading block, fixed pulley and movable pulley, for drawing the translating carriage module.
6. the constructing device of vestibule system steel structure girder as claimed in claim 1, it is characterised in that the lifting system is liquid
Lifting system is pressed, and is separately positioned on to be built including rack module, hydraulic lifting device and steel strand wires, the rack module
On the girder of two respective gallery structures of building of vestibule, the hydraulic lifting device is arranged on the rack module, institute
State hydraulic lifting device to be connected on steel structure girder by the steel strand wires, gallery structure is risen to for the steel structure girder to be hung
Installation site.
7. the constructing device of vestibule system steel structure girder as claimed in claim 6, it is characterised in that the rack module includes
Support, supported rod erecting and brace, the supported rod erecting and brace are separately positioned on the girder of the gallery structure, described
Support is arranged on the supported rod erecting and brace.
8. the constructing device of vestibule system steel structure girder as claimed in claim 7, it is characterised in that the two of vestibule to be built
The lifting system of identical quantity is set respectively on the girder of the individual respective gallery structure of building, passes through corresponding a pair liftings
System, which is hung, rises the steel structure girder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621466381.3U CN206667458U (en) | 2016-12-29 | 2016-12-29 | The constructing device of vestibule system steel structure girder |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621466381.3U CN206667458U (en) | 2016-12-29 | 2016-12-29 | The constructing device of vestibule system steel structure girder |
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| CN206667458U true CN206667458U (en) | 2017-11-24 |
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| CN201621466381.3U Active CN206667458U (en) | 2016-12-29 | 2016-12-29 | The constructing device of vestibule system steel structure girder |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522362A (en) * | 2016-12-29 | 2017-03-22 | 上海市机械施工集团有限公司 | Construction device and construction method of steel structure beam of corridor system |
| CN107060070A (en) * | 2017-05-27 | 2017-08-18 | 中国建筑第二工程局有限公司 | Load transfer device and the construction method that steel vestibule is lifted with the device |
| CN109881890A (en) * | 2019-02-21 | 2019-06-14 | 深圳市建筑设计研究总院有限公司 | A kind of more corridor construction methods of super high-rise building |
-
2016
- 2016-12-29 CN CN201621466381.3U patent/CN206667458U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522362A (en) * | 2016-12-29 | 2017-03-22 | 上海市机械施工集团有限公司 | Construction device and construction method of steel structure beam of corridor system |
| CN107060070A (en) * | 2017-05-27 | 2017-08-18 | 中国建筑第二工程局有限公司 | Load transfer device and the construction method that steel vestibule is lifted with the device |
| CN109881890A (en) * | 2019-02-21 | 2019-06-14 | 深圳市建筑设计研究总院有限公司 | A kind of more corridor construction methods of super high-rise building |
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